Abstract
The continuous composite girders are frequently used for railway bridges. The features of the composite girders for railway bridges are characterized by Perfo-Bond Leisten and steel fiber reinforcement concrete. In this study, the behavior of a crack formation is investigated in comparison with experimental results of the test-specimens with Perfo-Bond Leisten and those of studs. In addition, the experimental results of the test-specimens with steel fiber reinforcement are examined with a view to the effect of the reinforcement on the crack. The validity of the tension stiffening theory was confirmed by comparison with experimental results and numerical results.
| Original language | English |
|---|---|
| Title of host publication | Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures |
| Pages | 915-920 |
| Number of pages | 6 |
| Publication status | Published - 2007 |
| Event | 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures - Manchester Duration: 2007 Jul 30 → 2007 Aug 1 |
Other
| Other | 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures |
|---|---|
| City | Manchester |
| Period | 07/7/30 → 07/8/1 |
ASJC Scopus subject areas
- Building and Construction
- Civil and Structural Engineering
- Metals and Alloys